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2、art 4: Hot Rolled AsphaltICS 93.080.20Bituminous mixtures Material specifications BRITISH STANDARDBS EN 13108-4:2006Incorporating corrigenda January 2008 and January 2010BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSICompliance wi
3、th a British Standard cannot confer immunity from This British Standard waspublished under the authorityof the Standards Policy andStrategy Committeeon 30 June 2006 BSI 2010ISBN 978 0 580 69233 8legal obligations. Amendments/corrigenda issued since publicationDate Comments 30 May 2008 Implementation
4、 of CEN corrigendum January 200831 January 2010 Supersession details added to National foreword textThe UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/1, Asphalt products.A list of organizations represented on this subcommittee c
5、an be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. National forewordThis British Standard is the UK implementation of EN 13108-4:2006, incorporating corrigendum Januar
6、y 2008. It supersedes BS 594-1:2005 which is withdrawn.The start and finish of text introduced or altered by corrigendum is indicated in the text by tags. Text altered by CEN corrigendum January 2008 is indicated in the text by .EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 13108-4May 2006ICS 93
7、080.20English VersionBituminous mixtures - Material specifications - Part 4: Hot RolledAsphaltMlanges bitumineux - Spcifications des matriaux -Partie 4: Hot Rolled AsphaltAsphaltmischgut - Mischgutanforderungen - Teil 4: HotRolled AsphaltThis European Standard was approved by CEN on 12 October 2005
8、CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on ap
9、plication to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has
10、the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania
11、Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwi
12、de for CEN national Members.Ref. No. EN 13108-4:2006: EIncorporating corrigendum January 2008Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN 13108-4:2006 (E) 2 Contents Page Foreword4 Introduction .5 1 Scope 6 2 Normative references 6 3 Terms, de
13、finitions, symbols and abbreviations .7 3.1 Terms and definitions .7 3.2 Symbols and abbreviations 8 4 Requirements for constituent materials9 4.1 General9 4.2 Binder9 4.2.1 General9 4.2.2 Selection of binder.9 4.3 Aggregates 10 4.3.1 Coarse aggregate 10 4.3.2 Fine aggregate 10 4.3.3 All-in aggregat
14、es. 10 4.3.4 Added filler 10 4.4 Reclaimed asphalt 10 4.5 Additives 11 4.6 Coated chippings 11 5 Requirements for the mixture 11 5.1 Declaration of the target composition 11 5.2 Composition, grading and binder content . 11 5.2.1 Composition 11 5.2.2 Grading 12 5.2.3 Binder content. 15 5.2.4 Binder v
15、olume. 17 5.2.5 Additives 17 5.3 Coating and homogeneity 17 5.4 Void content 17 5.5 Water sensitivity . 18 5.6 Reaction to fire 18 5.7 Resistance to permanent deformation .19 5.8 Stiffness. 20 5.9 Resistance to fuel for application on airfields.21 5.10 Resistance to de-icing fluid for application on
16、 airfields. 21 5.11 Temperature of the mixture . 22 5.12 Over-specification. 22 5.13 Durability . 22 6 Evaluation of conformity 22 7 Identification 22 Annex A (normative) Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used24 A.1 General. 2
17、4 A.2 Calculation of the penetration of the binder of a mixture. 24 A.3 Calculation of the softening point of the binder of a mixture 24 Annex B (normative) Natural asphalt 26 B.1 Scope . 26 BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy,
18、 (c) BSIEN 13108-4:2006 (E) 3 B.2 Terms and definitions .26 B.3 Requirements.26 B.4 Methods of use 27 B.5 Determination ash content .27 Annex C (normative) Coated chippings for application to surface course.28 C.1 Scope28 C.2 Chippings .28 C.3 Binder content .28 C.4 Evaluation of conformity 28 C.5 I
19、dentification 28 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Product directive29 ZA.1 Scope and relevant characteristics.29 ZA.2 Procedure(s) for attestation of conformity of Hot Rolled Asphalt .31 ZA.3 CE marking and labelling34 Bibliogr
20、aphy37 BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN 13108-4:2006 (E) 4 Foreword This European Standard (EN 13108-4:2006) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held b
21、y DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by November 2006, and conflicting national standards shall be withdrawn at the latest by January 2008. This European Standard has been prepared
22、under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of EU Directive(s). For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this European Standard. This European Standard is one
23、 of a series of standards as listed below: EN 13108-1, Bituminous mixtures Material specifications Part 1: Asphalt Concrete. EN 13108-2, Bituminous mixtures Material specifications Part 2: Asphalt Concrete for very thin layers. EN 13108-3, Bituminous mixtures Material specifications Part 3: Soft Asp
24、halt. EN 13108-4, Bituminous mixtures Material specifications Part 4: Hot Rolled Asphalt. EN 13108-5, Bituminous mixtures Material specifications Part 5: Stone Mastic Asphalt. EN 13108-6, Bituminous mixtures Material specifications Part 6: Mastic Asphalt. EN 13108-7, Bituminous mixtures Material spe
25、cifications Part 7: Porous Asphalt. EN 13108-8, Bituminous mixtures Material specifications Part 8: Reclaimed asphalt. EN 13108-20, Bituminous mixtures Material specifications Part 20: Type Testing. EN 13108-21, Bituminous mixtures Material specifications Part 21: Factory Production Control. No exis
26、ting European Standard is superseded. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungar
27、y, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN
28、 13108-4:2006 (E) 5 Introduction The ultimate aim is to specify Hot Rolled Asphalt in terms of fundamental, performance based properties. However, specifications for Hot Rolled Asphalt have traditionally been based empirically on compositional recipes combined with specifications for the constituent
29、 materials with additional requirements based on performance related tests. Insufficient experience is available with fundamental testing of Hot Rolled Asphalt except for the determination of stiffness. Therefore this European Standard, for the moment, specifies empirical requirements combined with
30、a stiffness requirement. Hot Rolled Asphalt is used for surface courses, binder courses, regulating courses and bases. BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN 13108-4:2006 (E) 6 1 Scope This European Standard specifies r
31、equirements for mixtures of the mix group Hot Rolled Asphalt for use on roads, airfields and other trafficked areas. NOTE A mixture specification derived from this European Standard can be used either to declare the conformity of a mixture with known requirements or to make known what those requirem
32、ents are. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108-20 and EN 13108-21. Hot Rolled Asphalt mixtures with chemical modified binders not covered by EN 14023 are not covered by this European Standa
33、rd. 2 Normative references The following referenced documents are indispensable for the application of this European Standard. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1097-6, Te
34、sts for mechanical and physical properties of aggregates Part 6: Determination of particle density and water absorption EN 1426, Bitumen and bituminous binders Determination of needle penetration EN 1427, Bitumen and bituminous binders Determination of softening point Ring and ball method EN 12591,
35、Bitumen and bituminous binders Specifications for paving grade bitumens EN 12592:2000, Bitumen and bituminous binders Determination of solubility EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen recovery: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods
36、for hot mix asphalt Part 4: Bitumen recovery: Fractionating column EN 12697-8, Bituminous mixtures - Test methods for hot mix asphalt - Part 8: Determination of void characteristics of bituminous specimens EN 12697-13, Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measure
37、ment EN 12697-37, Bituminous mixtures Test methods for hot mix asphalt Part 37: Hot sand test for the adhesivity of binder on pre-coated chippings for HRA EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas EN 13108-8, Bituminous mixtur
38、es Material specifications Part 8: Reclaimed asphalt EN 13108-20:2005, Bituminous mixtures Material specifications Part 20: Type Testing EN 13108-21:2005, Bituminous mixtures Material specifications Part 21: Factory Production Control BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STA
39、NDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN 13108-4:2006 (E) 7 EN 13501-1, Fire classification of construction products and building elements Part 1: Classification using test data from reaction to fire tests EN 13924, Bitumen and bituminous binders Specifications for hard paving grade bi
40、tumen. EN 14023, Bitumen and bituminous binders - Framework specification for polymer modified bitumens EN ISO 3838, Crude petroleum and liquid or solid petroleum products Determination of the density or relative density Capillary-stoppered pyknometer and graduated bicapillary pyknometer methods (IS
41、O 3838:2004) IP 223, Test method for the determination of the fly ash content of Lake Asphalt 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purpose of this European Standard, the following terms and definitions apply. 3.1.1 pavement structure, composed of one or m
42、ore courses, to assist the passage of traffic over terrain 3.1.2 layer element of a pavement laid in a single operation 3.1.3 course structural element of a pavement constructed with a single material. A course may be laid in one or more layers 3.1.4 surface course upper course of the pavement which
43、 is in contact with the traffic 3.1.5 binder course part of the pavement between the surface course and the base 3.1.6 regulating course course of variable thickness applied to an existing course or surface to provide the necessary profile for a further course of consistent thickness 3.1.7 base main
44、 structural element of a pavement. The base may be laid in one or more courses, described as “upper” base, “lower” base etc. 3.1.8 Hot Rolled Asphalt dense, gap graded bituminous mixture in which the mortar of fine aggregate, filler and high viscosity binder are major contributors to the performance
45、 of the laid material BS EN 13108-4:2006Licensed Copy: Wang Bin, ISO/EXCHANGE CHINA STANDARDS, 18/05/2010 08:38, Uncontrolled Copy, (c) BSIEN 13108-4:2006 (E) 8 3.1.9 coated chippings nominally single size aggregate particles with a high resistance to polishing, which are lightly coated with high vi
46、scosity binder. The chippings are always rolled into and form part of a Hot Rolled Asphalt surface course 3.1.10 mix formulation composition of a single mixture expressed as a target composition NOTE A target composition may be expressed in two ways (see 3.1.11 and 3.1.12). 3.1.11 input target compo
47、sition expression of a mix formulation in terms of the constituent materials, the grading curve and the percentage of bitumen added to the mixture NOTE This will usually be the result of a laboratory mix design and validation. 3.1.12 output target composition expression of a mix formulation in terms
48、 of the constituent materials and the mid point grading and soluble binder content to be found on analysis NOTE This will usually be the result of a production validation. 3.1.13 additive constituent material which can be added in small quantities to the mixture, e.g. inorganic or organic fibres or
49、polymers, to influence the mechanical properties, the workability or the colour of the mixture 3.1.14 performance-based requirement requirement for a fundamental engineering property (e.g. stiffness, fatigue properties) that predicts performance and appears in primary performance prediction relationships 3.1.15 performance-related requirement requirement for a characteristic (e.g. wheel tracking properties, Marshall properties) that has been found to correlate with a fundamental engineering
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